玄武岩纤维对无粘性间断级配土管涌遏制效果试验研究
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TU411

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国家自然科学基金资助项目(U2243244);西藏自治区自然科学基金资助项目(XZ202301ZR0033G)


Experimental Study on the Effect of Basalt Fiber on the Piping Restraint of Cohesionless Gap-graded Soils
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    摘要:

    为研究玄武岩对间断级配无粘性土管涌遏制的效果,通过开展含玄武岩纤维间断级配土的管涌室内试验,研究了纤维含量、纤维长度和土体防治位置对于管涌发生发展的遏制效应。结果表明,玄武岩纤维的加入使得土体内部的迁移通道变得更加曲折和狭窄,从而遏制土体的管涌发展;当纤维含量较小时,全部土体防治比上覆土体防治的遏制效果好,随着纤维含量的增加,上覆土体防治的遏制效果与全部土体防治的遏制效果相接近;当纤维长度为15 mm时,全部土体防治的遏制效果优于上覆土体防治的幅度最大,当纤维长度为10 mm时,二者相差不大。

    Abstract:

    To study the effect of basalt fiber on the piping restraint of cohesionless gap-graded soils, indoor tests were conducted on discontinuous graded soil containing basalt fibers to investigate the inhibi-tory effects of fiber content, fiber length, and soil prevention location on the occurrence and development of subsurface erosion. The results indicate that the addition of basalt fibers makes the migration channels inside the soil more tortuous and narrower, thereby suppressing the growth of soil piping; When the fiber content is low, the control effect of the entire soil is better than that of only the overlying soil. As the fiber content increases, the control effect of the overlying soil is close to that of the entire soil control; When the fiber length is 15 mm, the containment effect of all soil prevention is better than that of overlying soil prevention by the greatest extent. When the fiber length is 10 mm, the difference between the two is not significant.

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高唱,陈亮.玄武岩纤维对无粘性间断级配土管涌遏制效果试验研究[J].河北工程大学自然版,2024,41(6):25-33

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  • 收稿日期:2024-01-16
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  • 在线发布日期: 2025-01-14
  • 出版日期: 2024-12-25
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